- 12 Points 3 Given Building With Seismic Floor Weights W As Shown Sps 1 0 G Spi 0 6 G R 5 I 1 25 Building Ap 1 (23.27 KiB) Viewed 34 times
, (12 points) 3. Given: Building with seismic floor weights, w, as shown. Sps = 1.0 g Spi= 0.6 g R=5 I= 1.25 Building ap
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, (12 points) 3. Given: Building with seismic floor weights, w, as shown. Sps = 1.0 g Spi= 0.6 g R=5 I= 1.25 Building ap
, (12 points) 3. Given: Building with seismic floor weights, w, as shown. Sps = 1.0 g Spi= 0.6 g R=5 I= 1.25 Building approximate period, Ta = 1.0 seconds (no computer period provided) Tu = 16 sec Find: The seismic base shear per ASCE 7-16 Equivalent Lateral Force Procedure w = 1,000 kips Roof 10 w= 1,000 kips 2-3rd 10 w=1,000 kips 1-2nd 10 Grd. Building Elevation
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